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Performance of slab-column connections of flat slabs strengthened with carbon fiber reinforced polymers

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dc.contributor.author Silva, MAL
dc.contributor.author Gamage, JCPH
dc.contributor.author Fawzia, S
dc.date.accessioned 2023-04-24T02:37:08Z
dc.date.available 2023-04-24T02:37:08Z
dc.date.issued 2019
dc.identifier.citation Silva, M. A. L., Gamage, J. C. P. H., & Fawzia, S. (2019). Performance of slab-column connections of flat slabs strengthened with carbon fiber reinforced polymers. Case Studies in Construction Materials, 11, e00275. https://doi.org/10.1016/j.cscm.2019.e00275 en_US
dc.identifier.issn 2214-5095 en_US
dc.identifier.uri http://dl.lib.uom.lk/handle/123/20921
dc.description.abstract Retrofitting of slab-column connections has become a crucial concern as they are highly vulnerable to fail in punching shear failure. External strengthening is practically feasible rather than the post-installation of shear reinforcement in deteriorated slab-column connections. Hence, the behavior of medium scale slab-column junctions strengthened with alternative arrangements of Carbon Fiber Reinforced Polymer (CFRP) was studied. Numerical models were also developed to analyze bond behavior. The model predicted performances are in good agreement with the test results. The maximum average punching shear enhancement of 46% was observed from the specimens with CFRP plates attached to the tension face of the specimens with steel end anchors. en_US
dc.language.iso en en_US
dc.publisher Elsevier en_US
dc.subject CFRP en_US
dc.subject External strengthening en_US
dc.subject Numerical modeling en_US
dc.subject Punching shear enhancement en_US
dc.subject Slab/column interface en_US
dc.title Performance of slab-column connections of flat slabs strengthened with carbon fiber reinforced polymers en_US
dc.type Article-Full-text en_US
dc.identifier.year 2019 en_US
dc.identifier.journal Case Studies in Construction Materials en_US
dc.identifier.volume 11 en_US
dc.identifier.database ScienceDirect en_US
dc.identifier.pgnos e00275 en_US
dc.identifier.doi https://doi.org/10.1016/j.cscm.2019.e00275 en_US


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